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I <br /> I <br /> CPT-02 <br /> ` CPT CONTRACTOR:In Situ Engineering OPERATOR:Okbay <br /> CUSTOMER:Terra Asso CONE ID:DDG1263 <br /> LOCATION:Everett PREDRILL:N/A <br /> I JOB NUMBER:T-8221 BACKFILL:Bentonite Chips <br /> TEST DATE:9/9/2019 12:59:17 PM SURFACE PATCH:N/A <br /> I Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT <br /> (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft) <br /> 0 450 4 0 0 6 -20 120 0 12 0 SO <br /> 0 \, , 1 ! ( ( � 1 I 1 I r f,"t- , n \-+. � f111 <br /> I 41 <br /> r t i I I <br /> I. I € # 1 € 1 1 _ I 1 I-1 11.f.l`I € € a r r I i <br /> ,1.-i" r r r € r i t .}�,,, I # 44641.41 t r t r r r t <br /> '{ C , , I'""" r I :t ... y. r )I ' 1 `r r e t •sE"-t--w <br /> r I ,,.,1_4 r ..� " 1 i 7r 4 r t r t t # .,,,L.,rtt-tr—. <br /> I t I 1 t. r t I i " 1 r r I <br /> 10 _S _ _ t_w€ .J_ E ,,I'' ' . . . - -.$-/ r„-----s <br /> —i t # <br /> { 1 - aw ) t t <br /> # yam' I { s t t <br /> I t .y , t I I <br /> t 1 # 1 I <br /> € r t ..I i I, <br /> t I I ,. 1 # <br /> 20 -r-r-F+-1--r.- ,--.-I-..- <br /> r ! tl t <br /> r t € # E <br /> i i t <br /> I 1 I t <br /> .�7 <br /> Iy"�i I ! E f ;. <br /> 1 11 _ _" _ t t # <br /> 30 I . \ r J <br /> 1 t t r I <br /> � t t <br /> I 1 r I <br /> t 1 r r <br /> 1 i 11 - r <br /> 1 I i I <br /> I <br /> 1 1 I <br /> 40 <br /> 1 1 r Q yyyyl t r <br /> I 1 f 1 t E <br /> De th I I t t 1 a t <br /> P a �_.l f i� # 1 ? 1 <br /> r I err <br /> I�j t r € r I I <br /> i I r r .n - _ I 1 j 1.r r r E <br /> 50 '"I _1`I I-1—e_ -_ _- 1 1-y r t 7 1-xs—r -;-7 <br /> 1 1 i 1 I I I 1 I 1 t f I i I <br /> II F I I i I <br /> I...4- t I 11 I I ( <br /> 1 i I t I +a«i 1 # I A <br /> 1 I I - „g' V t E 4 ' ( I f <br /> I I 1,-1, <br /> I . ➢ i i t ! <br /> 1 I w» e . , i.. t <br /> �1. G .i 1_.. —'-3.1.r11.., ....1—L.I:..tw.L J--.., <br /> qTM. t I I 1 t br t <br /> I # t <br /> I t <br /> E t <br /> f I I 1.t t <br /> I _ # t I I 1 �t r <br /> 70 r1't--'r- `.—r..-1--.-1_.. -t--1-7"'" _Y—r1-r 1II <br /> iEi #1 t 11 i x 1", i 1 <br /> 1 .t. .1.-1..".t b "tea t + r I s i <br /> I <br /> 8D L 1 J-._L_ �._C W t."'t"-st^..+.,. �.L au.L..1—_ :1 J 1 L. L J-.t.:: <br /> �i f t 1 i t >E . 1 1 <br /> r t E 1 t r I 1 i <br /> t I I 1 - I i t I I I <br /> 4 { r r I4I { _ i r r <br /> t I I10I1 , 1I # I <br /> € I I I r t 1 1 1 1 1 ii 1 1 <br /> I <br /> t ¢. I a I I -t t l r 7 t t . 1 i 1 1 <br /> 90 .. 1 s I 9 1 r r r l r # i t t i r € I I <br /> TOTAL DEPTH:80.052 ft <br /> I <br /> IV 1 sensitive fine grained 4 silty clay to day 7 silty sand to sandy silt 10 gravelly sand to sand <br /> 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(1N.3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand(') <br /> "SBT/SPT CORRELATION:UBC-1983 <br />